摘要
采用高精度振弦式压力盒对某桥斜塔现浇混凝土模板侧压力进行监测,得到了各个时间点模板侧压力沿高度方向的分布和各测试点模板侧压力随时间的变化规律。结果显示:随着浇筑高度增大,模板侧压力增加;从混凝土浇筑完成到初凝的时间段内,模板侧压力减小;初凝后混凝土内部温度升高导致模板侧压力再度增加,且其值远大于浇筑时有效压头引起的侧压力。研究成果可供倾斜混凝土塔柱施工和模板安全设计参考。
A high-precision vibrating string pressure box is used to monitor the lateral pressure of freshly poured concrete on the formwork for the inclined tower of a bridge project,with the distribution of the lateral pressure along the height at each time point and the variation of the lateral pressure of each test point with the time obtained.The results show that:the lateral pressure increases with the increase in the pouring height;the lateral pressure decreases in the period between the completion of pouring concrete and the initial setting of the poured concrete;after the initial setting of the concrete,the rise in the internal temperature of the concrete results again in the rise in the lateral pressure of the formwork,with its value far greater than the lateral pressure resulting from the effective head when concrete is poured.The results of our research may serve as a useful reference for the construction of inclined concrete tower columns and the safety design of formwork.
作者
王建华
侯永康
牛润明
刘吉诚
段树金
WANG Jianhua;HOU Yongkang;NIU Runming;LIU Jicheng;DUAN Shujin(The Road and Bridge Group Co.Ltd.of the CSCEC,Shijiazhuang050001,China;College of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang050043,China)
出处
《国防交通工程与技术》
2019年第4期18-21,52,共5页
Traffic Engineering and Technology for National Defence
关键词
混凝土斜塔
模板
侧压力
测试
inclined concrete tower
formwork
lateral pressure
test